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《Geological Science and Technology Information》 2005-S1
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Engineering Application of Combined Supporting by Soil Nailing and Anchored Bar in Deep Pit

FANG Dong (Graduate School,China University of Geosciences , Wuhan 430074, China; Shenzhen Lingnan Jincheng Construction Engineering Company, Shenzhen Guangdong 518000, China)  
The theory foundation of combined supporting by soil nailing and anchored bar has been discussed based on special environmental requirements for deep excavation supporting and complicated geological conditions, with the case of Shenzhen Xinghaige office building. Late effects of measures used in the course of constructing of deep excavation supporting has been introduced, and mechanics characteristics of this kind of combined supporting also have been introduced in the paper. Horizontal displacement of pres-tressed anchored bar is small and strength structure of soil nailing is reasonable. Combined supporting can make advantage of both prestressed anchored bar and soil nailing wall. Top prestressed anchored bar and middle and bottom soil nailing constitute a strong structure to resist load and distortion.
【CateGory Index】: TU753;
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